查询词典 out of the vertical

In addition, the calculating elements and the calculating model of vertical column, horizontal beam and retaining plate of frame are proposed in this paper, the solving method of anchor supporting reaction is given out, at the same time, the expressions of analysis of structural stability and embedment depth design of foundation are deduced, and the program of the design and calculation of frame supporting structure with pre-stressed anchor bar is written with the language MATLAB too.

另外，本文提出了框架的立柱、横粱和挡土板的计算单元和计算模型的确定方法，给出了锚杆的支点反力的计算方法。

Pump: RCDL / RCDLF standards for the installation of the electrical non-self-priming vertical multi-stage centrifugal pumps, electrical axis through the pump head and shaft connected by coupling, rod bolts to cylinder pressure, over-current components in the pump head and out of fixed paragraph water between the pump inlet-outlet in the same line.

泵： RCDL/RCDLF为安装标准电机的非自吸立式多级离心泵，电机轴通过泵头用联轴器与泵轴联接，拉杆螺栓将耐压筒、过流部件固定在泵头和进出水段之间，泵进出水口在同一直线上。

Out of his room he is vertical man itself, from the soles of his much-mended glossy brown brogues to the tip of his conical skull.

走出自己的房间，从修补过的光滑褐色厚底鞋的鞋底到他圆锥形的头颅顶，他都是一个纵向的男子汉。

I knew there were descents up to an incredible 2,500 vertical metres lurking out there, huge glaciers, massive alpine bowls and narrow ridges spilling couloirs, with the towering peaks of the Rockies' main spine in Jasper National Park seemingly within grabbing distance.

我知道这里有下降的达到一个令人难以置信的2500米垂直潜伏在那里，巨大的冰川，高山碗大垄窄溢出couloirs与落基山脉'在贾斯珀国家公园的主要脊柱高耸的山峰，似乎抓住距离之内。

The results show that space finite analysis results are close to test ones, bottom chords suffer axial force and large in-plane bending, and the max stress is nearby each middle internode. The max stress of node crossbeams occurs in No.2 bottom flange, and that of internode crossbeams happens in ones lying in the middle of every internode. The concrete slab is in tension at the longitudinal direction, and also suffers bent at vertical loads. The degree of completely-composite model taking part in the combined actions is about 55%, while that of semi-composite model is 42%-43%. The combination of concrete slab and bottom chord increases the degree of floor system taking part in the combined actions, lightens the burden of bottom chord, and reduces out-of-plane bending of node crossbeams especially the ones near bridgehead. Stress and displacement of main truss can be evaluated by a equivalent plane rigid frame in preliminary design, and effective stiffness of bottom chords are composed of original ones and concrete slab, and the concentrated load from deck can be translated into uniform load.

研究结果表明：空间有限元分析结果与试验结果较吻合；下弦杆受到轴向拉力和较大的面内弯矩作用，各节间最大应力出现在节间中点附近；节点横梁最大应力发生在横梁2的下翼缘，节间横梁最大应力发生在位于端节间中部的小横梁上；混凝土板顺桥向整体受拉，并在竖向集中荷载作用下产生弯曲变形；全结合模型大部分节间内的桥面板参与主桁共同作用的程度为55%左右，半结合模型桥面板的参与程度为42%~43%；桥面板与下弦杆结合能够增加桥面板的参与程度，减轻下弦杆荷载，减少节点横梁尤其是靠近桥头横梁的面外弯曲；对桥梁进行初步设计时，主桁杆件的位移与内力可按照1个等效的平面刚架计算，下弦杆的等效刚度由原下弦杆截面和混凝土桥面板截面组合而成，桥面荷载可转化为均布荷载施加。

A numerical simulation was carried out to study the flow field and the removal of inclusions in slab continuous casting under the condition that the slide gate opened along the direction vertical the wide face of the mold.

在水口滑板的开启方向垂直于结晶器宽面的条件下，针对板坯连铸结晶器内流场及固体夹杂物的去除率进行数值模拟。

The experiment proved that the horizortal distribution of root system could reach 4.08 m,which is 0.96 time as the highth oras the crowrt,and the vertical distribution may be spreaded out soil layer.

mm根集中分布在树体周围0.58 m附近，垂直分布在20~40 cm范围。5~10 mm的根水平分布集中在0.58 m处，垂直分布集中在60~80cm范围。2~5 mm的根水平分布集中在0.58 m处，垂直分布集中在40~60 cm范围。

It is concluded that because the mica schist is mixed with feeble weathered granite, the grain is broken up severely; the back-analysis parameters of explosion rockfill(3BⅠ)are lower than the results of laboratory triaxial test, and the Duncan E-B parameters obtained by back-analysis of her sandy gravel (3BⅡ)are higher than the triaxial test results of laboratory triaxial test which can not reflect the mechanical behaviors of the dam material objectively; the research should be strengthened in 300 m high rockfill dam construction. The fitting modes of the space displacement field of prototype observation are also explored and it turns out that the results of IGA analysis considering only vertical deformation meet the need of dam's technical accuracy.

结果表明，由于在微弱风化花岗岩掺加云母片岩，颗粒破碎严重，爆破堆石料（3BⅠ）的原级配粗粒料反演参数远低于室内三轴试验成果；与3BⅠ堆石料相反，砂砾料（3BⅡ）现场反演得到的邓肯E~B模型参数高于室内三轴试验值；室内三轴试验成果不能客观反映筑坝材料的力学特性，对于当今的300 m级高土石坝建设，宜加强对原级配粗粒料的力学特性研究；同时对原型实测的空间位移场不同拟合方式进行了探讨，认为仅考虑铅直向变形的IGA参数反演成果能基本满足土石坝工程的精度要求。

Working with Japanese selvages and pure mills, Kurabo's vertical denim operation is based out of Hong Kong. For Fall 2006 stone washes with western stitching on the side seams were of note, as well as the dark stone mens western denim shirts.

这是香港的 Kurabo 牛仔服饰，它采用日本的织边和完美的磨光效果。2006年秋季，石洗的西方侧骨牛仔裤和深色洗的西方男装牛仔衬衫最受潮流者欢迎。

Sample 1 had no phenomenon of pulling-out and debonding of fibres under vertical compression load and the interface bonding intensity is strong between the fibres and the matrix. The material shows brittle fracture: if σ(subscript ⊥)=60.7MPa. However, sample 1 has the phenomenon of fibres debonding because of the shearing stress between the fibres and the matrix under parallel compression load. The material shows tough fracture:σ(subscript ∥)=52.6 MPa.

试样l在垂直纤维层方向压缩载荷作用下，没有出现纤维的拔出、脱粘等现象，界面结合较强，材料呈现脆性断裂：σ=60.7MPa；而在平行纤维层的压缩载荷作用下，纤维与基体存在剪切作用，存在纤维的脱粘，试样呈现韧性断裂：σ=52.6MPa。

However, as the name（read－only memory）implies, CD disks cannot be written onorchanged in any way.

然而，正如其名字所指出的那样，CD盘不能写，也不能用任何方式改变其内容。

Galvanizes steel pallet is mainly export which suits standard packing of European Union, the North America. galvanizes steel pallet is suitable to heavy rack. Pallet surface can design plate type, corrugated and the gap form, satisfies the different requirements.

镀锌钢托盘多用于出口，替代木托盘，免薰蒸，符合欧盟、北美各国对出口货物包装材料的法令要求；喷涂钢托盘适用于重载上货架之用，托盘表面根据需要制作成平板状、波纹状及间隔形式，满足不同的使用要求。